Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://hdl.handle.net/1822/78669 |
Resumo: | Colombo, Carla, Funari, Marco Francesco, Savalle, Nathanaël, & Lourenço, Paulo B. (2021). Tilting test campaign on masonry corners (2021-06-03, UMinho) [Data set]. Zenodo. https://doi.org/10.5281/zenodo.5572624 |
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Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientationLimit analysisFlexural mechanismRocking-sliding mechanismSeismic assessmentTilting testsDry-joint stiffnessDiscrete element modellingEngenharia e Tecnologia::Engenharia CivilScience & TechnologyCidades e comunidades sustentáveisColombo, Carla, Funari, Marco Francesco, Savalle, Nathanaël, & Lourenço, Paulo B. (2021). Tilting test campaign on masonry corners (2021-06-03, UMinho) [Data set]. Zenodo. https://doi.org/10.5281/zenodo.5572624The present work aims to expand the knowledge of the behaviour of masonry corners, which are capital to obtain an integral seismic response in masonry buildings. In particular, the influence of the seismic load orientation (from pi/4 to pi/2) is investigated experimentally, numerically and analytically. Both units and interfaces have been subjected to a material characterisation process, following which pseudo-static 1:4 scaled experiments on a tilting table have been conducted on a symmetric dry-joint masonry corner. The experimental results have also been simulated using a discrete element model. Finally, a new analytical limit analysis model has been developed, which considers both experimental and numerical observations and accounts for rocking-sliding and flexural mechanisms. In general, a good agreement is found between the three approaches, both in terms of collapse mechanism and load multiplier.This work was partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020. This study has been partly funded by the STAND4HERITAGE project (New Standards for Seismic Assessment of Built Cultural Heritage) that has received funding from the European Research Council (ERC) under the European Union’s Horizon 2020 research and innovation programme (Grant agreement No. 833123), as an Advanced Grant.ElsevierUniversidade do MinhoColombo, CarlaSavalle, NathanaëlFunari, Marco FrancescoMehrotra, Anjali AbhayLourenço, Paulo B.20222022-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/78669engColombo, C., Savalle, N., Mehrotra, A. Funari, M. F., Lourenço, P. B. (2022). Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation. Construction and Building Materials, 344, 127969. https://doi.org/10.1016/j.conbuildmat.2022.1279690950-06181879-052610.1016/j.conbuildmat.2022.127969127969https://www.sciencedirect.com/science/article/pii/S0950061822016397info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T11:58:03ZPortal AgregadorONG |
dc.title.none.fl_str_mv |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation |
title |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation |
spellingShingle |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation Colombo, Carla Limit analysis Flexural mechanism Rocking-sliding mechanism Seismic assessment Tilting tests Dry-joint stiffness Discrete element modelling Engenharia e Tecnologia::Engenharia Civil Science & Technology Cidades e comunidades sustentáveis |
title_short |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation |
title_full |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation |
title_fullStr |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation |
title_full_unstemmed |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation |
title_sort |
Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation |
author |
Colombo, Carla |
author_facet |
Colombo, Carla Savalle, Nathanaël Funari, Marco Francesco Mehrotra, Anjali Abhay Lourenço, Paulo B. |
author_role |
author |
author2 |
Savalle, Nathanaël Funari, Marco Francesco Mehrotra, Anjali Abhay Lourenço, Paulo B. |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Colombo, Carla Savalle, Nathanaël Funari, Marco Francesco Mehrotra, Anjali Abhay Lourenço, Paulo B. |
dc.subject.por.fl_str_mv |
Limit analysis Flexural mechanism Rocking-sliding mechanism Seismic assessment Tilting tests Dry-joint stiffness Discrete element modelling Engenharia e Tecnologia::Engenharia Civil Science & Technology Cidades e comunidades sustentáveis |
topic |
Limit analysis Flexural mechanism Rocking-sliding mechanism Seismic assessment Tilting tests Dry-joint stiffness Discrete element modelling Engenharia e Tecnologia::Engenharia Civil Science & Technology Cidades e comunidades sustentáveis |
description |
Colombo, Carla, Funari, Marco Francesco, Savalle, Nathanaël, & Lourenço, Paulo B. (2021). Tilting test campaign on masonry corners (2021-06-03, UMinho) [Data set]. Zenodo. https://doi.org/10.5281/zenodo.5572624 |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022 2022-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/1822/78669 |
url |
https://hdl.handle.net/1822/78669 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Colombo, C., Savalle, N., Mehrotra, A. Funari, M. F., Lourenço, P. B. (2022). Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation. Construction and Building Materials, 344, 127969. https://doi.org/10.1016/j.conbuildmat.2022.127969 0950-0618 1879-0526 10.1016/j.conbuildmat.2022.127969 127969 https://www.sciencedirect.com/science/article/pii/S0950061822016397 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier |
publisher.none.fl_str_mv |
Elsevier |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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